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Bending Stiffness, Load-Bearing Capacity and Flexural Rigidity of Slender Hybrid Wood-Based Beams

机译:细长混合木基梁的弯曲刚度,承载力和抗弯刚度

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摘要

Modern architecture suggests the use of opened spaces with large transparent envelope surfaces. Therefore, windows of long widths and large heights are needed. In order to withstand the wind loads, such wooden windows can be reinforced with stiffer materials, such as aluminium (Al), glass-fibre reinforced polymer (GFRP), and carbon-fibre reinforced polymer (CFRP). The bending stiffness, load-bearing capacity, and flexural rigidity of hybrid beams, reinforced with aluminium, were compared through experimental analysis, using a four-point bending tests method, with those of reference wooden beams. The largest increases in bending stiffness (29%–39%), load-bearing capacity (33%–45%), and flexural rigidity (43%–50%) were observed in the case of the hybrid beams, with the highest percentage of reinforcements (12.9%—six reinforcements in their tensile and six reinforcements in their compressive zone). The results of the experiments confirmed the high potential of using hybrid beams to produce large wooden windows, for different wind zones, worldwide.
机译:现代建筑建议使用带有大型透明信封表面的开放空间。因此,需要长宽度和高高度的窗户。为了承受风荷载,可以用诸如铝(Al),玻璃纤维增​​强的聚合物(GFRP)和碳纤维增强的聚合物(CFRP)等较硬的材料来增强此类木窗的强度。使用四点弯曲试验方法,通过实验分析,将铝加固的混合梁与参考木梁的抗弯刚度,承载力和抗弯刚度进行了比较。混合梁的弯曲刚度(29%–39%),承重能力(33%–45%)和抗弯刚度(43%–50%)的增加最大,百分比最高钢筋数量(12.9%-拉伸强度为6根钢筋,压缩区为6根钢筋)。实验的结果证实了使用混合光束在全世界不同风向产生大型木窗的巨大潜力。

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